Bond Efficiency of EBR and NSM FRP Systems for Strengthening Concrete Members

By A. Bilotta, Francesca Ceroni, M. Ludovico, E. Nigro, M. Pecce, Gaetano Manfredi. 2011

262 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/7c6c78fa9bed6fc4fb1a15c02e6ce603a34c52f3

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Building and Construction

1. J. Sena-Cruz
2. Luis A. C. Neves
3. Mário R. F. Coelho

In Civil and Structural Engineering

1. J. Sena-Cruz
2. Luis A. C. Neves
3. Mário R. F. Coelho

Citations in the corpus

• An experimental study of different factors affecting the bond of NSM FRP bars in concrete (2013, unknown): “In recent years, a number of studies have used the pull-out test [9–15] to examine NSM bond behavior.”
• A review on the bond behavior of FRP NSM systems in concrete (2015, background): “[25] where, for ident ical specimens, the maximum pullout force is lower hen failure at FRP/adhesive interface occurred, then wh en failure at adhesive/concrete interface occurred and finally the higher pullout forces are registered fo r specimens where concrete cohesive failure occurre d.”